Peridynamics for bending of beams and plates with transverse shear deformation

By C. Diyaroglu, Erkan Oterkus, Selda Oterkus, Erdogan Madenci. 2015

154 citations recorded by the source corpus.

Progressive failure analysis of structures is still a major challenge. There exist various predictive techniques to tackle this challenge by using both classical (local) and nonlocal theories. Peridynamic (PD) theory (nonlocal) is very suitable for this challenge, but computationally costly with respect to the finite element method. When analyzing complex structures, it is necessary to utilize structural idealizations to make the computations feasible. Therefore, this study presents the PD equations of motions for structural idealizations as beams and plates while accounting for transverse shear deformation. Also, their PD dispersion relations are presented and compared with those of classical theory.

Subfields: Civil and Structural Engineering, Electrical and Electronic Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/b90d6dd5f7bcbdc704b5c9a87d8874d3ee8b8706

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Selda Oterkus
2. Zhenghao Yang
3. Cong Tien Nguyen
4. Erkan Oterkus
5. Florin Bobaru

In Electrical and Electronic Engineering

1. Zhenghao Yang
2. Selda Oterkus
3. Erkan Oterkus
4. Cong Tien Nguyen

In Mechanics of Materials

1. Selda Oterkus
2. Zhenghao Yang
3. Cong Tien Nguyen
4. Erkan Oterkus
5. Florin Bobaru

Citations in the corpus

• Implementation of peridynamic beam and plate formulations in finite element framework (2018, background): “[11], and as expected, the crack propagates toward the edges of the plate as the load increases as shown in Fig.”